Summary for Test 2023-07-07-23-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994239 DEA: 010H0214 EFIS: 0118000107 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-169-19.0/33.0 |
| Award Date | 12/07/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | Cappell Walls |
| Location Description | HUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A)) |
| QA Service Level | 1 (Verified on 09/22/2022) |
Sample Information
| Sample Taken Date | 07/07/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/12/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2" HMA JMF | The quantity of what the sample constitutes | 2 of 4 CAN |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Trena |
| Last name of sampler or witnessed by | Freitas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Willows Creek Plant | |
| Transportation Laboratory (TL) Number | c972095 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-07-07-23
DIME Test ID: 2023-07-07-23-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-07-20
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/14/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.702 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.71 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/20/2023 ✔